JPH05118048A - Constructing method for foundation structure - Google Patents

Constructing method for foundation structure

Info

Publication number
JPH05118048A
JPH05118048A JP30992591A JP30992591A JPH05118048A JP H05118048 A JPH05118048 A JP H05118048A JP 30992591 A JP30992591 A JP 30992591A JP 30992591 A JP30992591 A JP 30992591A JP H05118048 A JPH05118048 A JP H05118048A
Authority
JP
Japan
Prior art keywords
block
footings
foundation
footing
concrete
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP30992591A
Other languages
Japanese (ja)
Inventor
Shinji Nishizawa
信二 西沢
Seiji Sato
清治 佐藤
Ichiro Okumura
一郎 奥村
Yasukuni Yoshioka
泰邦 吉岡
Katsuji Kobayashi
勝治 小林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JFE Steel Corp
Original Assignee
Kawasaki Steel Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kawasaki Steel Corp filed Critical Kawasaki Steel Corp
Priority to JP30992591A priority Critical patent/JPH05118048A/en
Publication of JPH05118048A publication Critical patent/JPH05118048A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To reduce the number of workers and shorten the term of work in construction, for instance, of a foundation for a building. CONSTITUTION:Precast reinforced concrete block footings 12, with openings 12a provided at the center in their longitudinal direction for execution of processing for the heads of piles 11 are arranged in the form of a circle so that they are placed adjacently with one another. The block footings 12 are connected with one another with PC connecting members 15, and a central space 16 formed at the center of the block footings 12 arranged in the form of a circle and the opening 12a of each of the block footings are filled with concrete 14, and thereby a structure for a foundation is formed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、例えば建築物用の基礎
構造物の施工方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a foundation structure for a building, for example.

【0002】[0002]

【従来の技術】従来の建築物用の基礎構造物は、図6に
示す如く、打設した基礎杭1上に、フーチング用鉄筋2a
を配設し、フーチング用鉄筋2aを囲んでフーチング用型
枠2bを設置すると共に、フーチング用型枠2b内にコンク
リートを打設して、鉄筋コンクリートフーチング2を形
成するよう施工されている。
2. Description of the Related Art A conventional foundation structure for a building is, as shown in FIG.
Is installed, a footing mold 2b is installed so as to surround the footing rebar 2a, and concrete is placed in the footing mold 2b to form a reinforced concrete footing 2.

【0003】[0003]

【発明が解決しようとする課題】ところで、前記従来の
基礎構造物は、フーチング用鉄筋2aの配設、フーチング
用型枠2bの組み立て等の作業に熟練工を多く必要とする
と共に、現地での作業期間が長くなること、コンクリー
ト打設後のコンクリートの養生に時間がかかること、型
枠2bの解体に時間がかかること等、全体として現地での
施工工期が長くなる問題があった。
By the way, the above-mentioned conventional substructure requires a lot of skilled workers for work such as arranging the footing rebar 2a and assembling the footing form 2b, and at the same time working on site. There is a problem that the construction period on site is long as a whole because the period is long, it takes time to cure the concrete after placing the concrete, and it takes time to dismantle the formwork 2b.

【0004】[0004]

【課題を解決するための手段】本発明は、前記従来の問
題を解決すべく開発したものであって、その要旨とする
ところは、基礎上に、プレキャスト鉄筋コンクリート製
のブロックフーチングを設置するようにした基礎構造物
の施工方法にある。
DISCLOSURE OF THE INVENTION The present invention was developed to solve the above-mentioned conventional problems, and its gist is to install a block footing made of precast reinforced concrete on a foundation. It is in the construction method of the foundation structure.

【0005】[0005]

【作用】前記本発明に係る基礎構造物の施工方法によれ
ば、従来のようなフーチング用鉄筋の配設、フーチング
用型枠の組み立ておよび解体等の煩雑な現地作業を行う
必要がないので、作業人員の削減と作業期間の短縮がで
きること、従来のようなコンクリートの養生を行う必要
がないので、その分の時間短縮ができること等、全体と
して施工期間を著しく短縮できる。
According to the method for constructing a substructure according to the present invention, it is not necessary to perform complicated on-site work such as disposing footing rebars, assembling and dismantling footing formwork as in the conventional art. The work period can be remarkably shortened as a whole, because the number of workers can be reduced and the work period can be shortened, and since it is not necessary to cure concrete as in the conventional case, the time can be shortened accordingly.

【0006】[0006]

【実施例】図1は、基礎に杭がある場合に使用する正八
角形状のプレキャスト鉄筋コンクリート製のブロックフ
ーチング12の平面図であって、このブロックフーチング
12の縦方向中央には、杭頭処理用の開口部 12aが設けら
れており、この開口部 12aの周面には、摩擦抵抗用の凹
凸あるいはジベルが設けられている。
EXAMPLE FIG. 1 is a plan view of a regular octagonal precast reinforced concrete block footing 12 used when a foundation has piles.
An opening 12a for treating the pile head is provided at the center of the vertical direction of 12, and the peripheral surface of the opening 12a is provided with a concavo-convex or a bell for frictional resistance.

【0007】図2は、基礎に杭がない場合に使用する正
八角形状のプレキャスト鉄筋コンクリート製のブロック
フーチング12の平面図である。
FIG. 2 is a plan view of a regular octagonal precast reinforced concrete block footing 12 used when the foundation has no piles.

【0008】図3は、杭11がある基礎上に、前記開口部
12aを有するブロックフーチング12を設置した断面図で
あって、開口部 12a内に鉄筋13を配設し、かつコンクリ
ート14を充填する。
FIG. 3 shows the above-mentioned opening on the foundation with the pile 11.
FIG. 3 is a cross-sectional view showing the installation of a block footing 12 having 12a, in which a reinforcing bar 13 is arranged in an opening 12a and concrete 14 is filled.

【0009】図4,図5は、大型基礎において、杭11が
4本ある場合の施工例の平面図と断面図であり、開口部
12aを有する4個のブロックフーチング12をサークル状
に隣接設置し、ブロックフーチング12相互を、PC鋼棒
あるいはPC鋼線等のPC連結材15にて結合し、かつブ
ロックフーチング12相互の中央間隙16に、予めブロック
フーチング12相互の対向面に鉄筋 12bを張り出しておく
か、あるいは別個の鉄筋を配設してコンクリート14を充
填すると共に、前記開口部 12aにコンクリート14を充填
する。なお、各ブロックフーチング12に、PC連結材15
の貫通孔を予め穿っておくものとする。
FIGS. 4 and 5 are a plan view and a cross-sectional view of a construction example in which there are four piles 11 in a large foundation, and an opening portion
Four block footings 12 having 12a are installed adjacent to each other in a circle, the block footings 12 are connected to each other by a PC connecting member 15 such as a PC steel rod or a PC steel wire, and a central gap 16 between the block footings 12 is provided. First, the reinforcing bars 12b are preliminarily projected on the surfaces facing each other of the block footing 12, or separate reinforcing bars are arranged to fill the concrete 14 and the opening 12a is filled with the concrete 14. Each block footing 12 has a PC connecting material 15
It is assumed that the through hole of is drilled in advance.

【0010】さらに、基礎構造物の一つとしての地中梁
についても、プレキャスト鉄筋コンクリート製のブロッ
ク地中梁を併用して、基礎構造物を施工してもよい。
Further, as for the underground beam as one of the substructures, a precast reinforced concrete block subterranean beam may be used together to construct the substructure.

【0011】[0011]

【発明の効果】以上述べた本発明に係る基礎構造物の施
工方法によれば、従来のようなフーチング用鉄筋の配
設、フーチング用型枠の組み立ておよび解体等の煩雑な
現地作業を行う必要がないので、作業人員の削減と作業
期間の短縮ができること、従来のようなコンクリートの
養生を行う必要がないので、その分の時間短縮ができる
こと等、全体として施工期間を著しく短縮できる。
According to the method for constructing a substructure according to the present invention described above, it is necessary to perform complicated on-site work such as disposing footing rebars, assembling a footing formwork, and dismantling as in the prior art. Since there is no need, the number of workers can be reduced and the working period can be shortened, and since it is not necessary to carry out concrete curing as in the conventional case, the time can be shortened by that much, and the construction period can be remarkably shortened.

【図面の簡単な説明】[Brief description of drawings]

【図1】縦方向中央に杭頭処理用の開口部を有するプレ
キャスト鉄筋コンクリート製のブロックフーチングの平
面図である。
FIG. 1 is a plan view of a precast reinforced concrete block footing having an opening for treating a pile head at the center in the vertical direction.

【図2】開口部のないプレキャスト鉄筋コンクリート製
のブロックフーチングの平面図である。
FIG. 2 is a plan view of a precast reinforced concrete block footing without openings.

【図3】本発明方法の施工例を示す断面図である。FIG. 3 is a cross-sectional view showing a construction example of the method of the present invention.

【図4】本発明方法の他の施工例を示す平面図である。FIG. 4 is a plan view showing another construction example of the method of the present invention.

【図5】図4のA−A断面図である。5 is a cross-sectional view taken along the line AA of FIG.

【図6】従来の施工例を示す断面図である。FIG. 6 is a cross-sectional view showing a conventional construction example.

【符号の説明】[Explanation of symbols]

11 杭 12 プレキャスト鉄筋コンクリート製のブロックフーチ
ング 12a 杭頭処理用の開口部 12b 張り出し鉄筋 13 鉄筋 14 コンクリート 15 PC連結材 16 ブロックフーチング
相互の中央間隙
11 Pile 12 Block footing made of precast reinforced concrete 12a Opening for pile head treatment 12b Overhanging rebar 13 Reinforcing bar 14 Concrete 15 PC connecting material 16 Block footing Center gap between each other

───────────────────────────────────────────────────── フロントページの続き (72)発明者 奥村 一郎 東京都千代田区内幸町2丁目2番3号 川 崎製鉄株式会社東京本社内 (72)発明者 吉岡 泰邦 東京都千代田区内幸町2丁目2番3号 川 崎製鉄株式会社東京本社内 (72)発明者 小林 勝治 東京都足立区西新井4丁目39番25号 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Ichiro Okumura 2-3-2 Uchisaiwaicho, Chiyoda-ku, Tokyo Kawasaki Steel Co., Ltd. Tokyo Head Office (72) Inventor Yasunori Yoshioka 2-3-2 Uchisaiwaicho, Chiyoda-ku, Tokyo No. Kawasaki Steel Co., Ltd. Tokyo head office (72) Inventor Katsuji Kobayashi 4-39-25, Nishiarai, Adachi-ku, Tokyo

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】基礎上に、プレキャスト鉄筋コンクリート
製のブロックフーチングを設置することを特徴とする基
礎構造物の施工方法。
1. A method for constructing a foundation structure, which comprises installing a block footing made of precast reinforced concrete on a foundation.
【請求項2】基礎上に、プレキャスト鉄筋コンクリート
製のブロックフーチングをサークル状に隣接設置し、前
記ブロックフーチング相互をPC連結材にて結合し、か
つブロックフーチング相互の中央間隙にコンクリートを
充填することを特徴とする基礎構造物の施工方法。
2. Precast reinforced concrete block footings are installed adjacent to each other in a circle on a foundation, said block footings are connected to each other by a PC connecting material, and concrete is filled in the central gap between the block footings. Construction method of the characteristic foundation structure.
【請求項3】前記基礎に杭がある場合は、縦方向中央に
杭頭処理用の開口部を有するブロックフーチングを使用
し、前記開口部にコンクリートを充填することを特徴と
する請求項1および請求項2に記載の基礎構造物の施工
方法。
3. When the foundation has piles, a block footing having an opening for treating a pile head in the longitudinal center is used, and the opening is filled with concrete. The method for constructing a substructure according to claim 2.
JP30992591A 1991-10-29 1991-10-29 Constructing method for foundation structure Pending JPH05118048A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30992591A JPH05118048A (en) 1991-10-29 1991-10-29 Constructing method for foundation structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30992591A JPH05118048A (en) 1991-10-29 1991-10-29 Constructing method for foundation structure

Publications (1)

Publication Number Publication Date
JPH05118048A true JPH05118048A (en) 1993-05-14

Family

ID=17998995

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30992591A Pending JPH05118048A (en) 1991-10-29 1991-10-29 Constructing method for foundation structure

Country Status (1)

Country Link
JP (1) JPH05118048A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017082548A (en) * 2015-10-30 2017-05-18 高周波熱錬株式会社 Concrete foundation joint member and pile structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017082548A (en) * 2015-10-30 2017-05-18 高周波熱錬株式会社 Concrete foundation joint member and pile structure

Similar Documents

Publication Publication Date Title
US5233810A (en) Method of constructing a wall
KR101708760B1 (en) Construction method for precast concrete wall
EP1123443B1 (en) Method for manufacturing a ground slab field and a ground slab field
JP2000265484A (en) CONSTRUCTION METHOD FOR UNDERGROUND STRUCTURE BY PCa PILE UNDERGROUND WALL
KR20050021771A (en) A Dismonuting Structure Form And Manufacturing Method Thereof
JPH05118048A (en) Constructing method for foundation structure
KR102149662B1 (en) Method for constructing transfer layer of building using precast concrete slab
JPH0579049A (en) Constructing method for beam and slab in underground body construction work
JP3612600B2 (en) Unit anchor and structural steel foundation beam
JPH0315605Y2 (en)
JPH10299003A (en) Foundation work using precast concrete member
JP2003034997A (en) Earthquake-resistant steel plate wall and its construction method
JPH05118047A (en) Constructing method for foundation structure
KR200389527Y1 (en) Retaining wall using sheet pile and composite pile
JPH0517955A (en) Execution method for direct foundation and form panel for direct foundation
JP2572680B2 (en) Underground structure by reverse strike method
JPH11336092A (en) Execution method of embedded column base
JP3011081B2 (en) Caisson skeleton
JPH06306874A (en) Concrete block for footing
JPS6286242A (en) Reverse casting consttructin method
JPH11166275A (en) Execution of building and concrete product
JPH077384Y2 (en) Panels for surface formation of concrete foundations
JPH03147932A (en) Manufacture of precast pc well
KR200340952Y1 (en) The freeway using a steel pile and sheet pile
SU863814A1 (en) Method of securing corners at chain system of laying brick walls and uprights